Natech Risk Assessment and Control Through Innovative Risk Reduction Measures – Pipeline / Landslide Interaction Case

J. Aristizabal, D. Moncada
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引用次数: 1

Abstract

At the end of 2018, a large-scale landslide was identified near the Right of Way of one of the pipelines operated by Cenit Transporte y Logística de Hidrocarburos. In this zone it was possible to identify a populated area and a river. At the beginning the depth of the Landslide did not represent a hazard to the pipeline due to the Horizontal Directional Drilling technique applied when the pipeline was built. A monitoring program was developed through inclinometers and piezometers and In-Line Inspections were carried out to identify any disturbance in the alignment of the pipeline. From the monitoring program and In-Line Inspection data it was possible to confirm interaction between the landslide and the pipeline. A perpendicular force to the pipeline alignment produces a bending strain at two points, and landslide interact with the pipeline along a length of 170 m. The depth of the landslide failure surface was in between 17 to 22 m, and the pipeline was about 15 m deep. Due to this interaction, it was necessary to develop a risk assessment to identify a safe limit displacement. For a while, this allowed us to design both a temporal innovative solution considering a flexible pipeline and a definitive solution to build the new segment of the pipeline which was deeper than the last one, through the Horizontal Directional Drilling technique.
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通过创新的风险降低措施进行技术风险评估和控制-管道/滑坡相互作用案例
2018年底,在centrit Transporte y Logística de Hidrocarburos运营的一条管道的路权附近发现了大规模滑坡。在这个区域可以辨认出一个人口稠密的地区和一条河流。由于管道施工时采用的是水平定向钻井技术,因此一开始滑坡深度对管道不构成危害。通过倾斜仪和压电仪制定了监测程序,并进行了在线检查,以确定管道对准中的任何干扰。从监测程序和在线检测数据可以确定滑坡与管道之间的相互作用。垂直于管道走向的力在两点处产生弯曲应变,滑坡与管道沿170 m方向相互作用。滑坡破坏面深度在17 ~ 22 m之间,管道深度在15 m左右。由于这种相互作用,有必要进行风险评估,以确定安全极限位移。在一段时间内,这使我们能够设计一个暂时的创新解决方案,考虑灵活的管道,并通过水平定向钻井技术构建比上一个更深的新管道段的最终解决方案。
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